Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 39 Issue 11
Dec.  2014
Turn off MathJax
Article Contents
Rong Bin, Chen Zhihua, Zhou Ting. RESEARCH ON AXIAL COMPRESSION STRENGTH OF L-SHAPED SHORT COLUMN COMPOSED OF CONCRETE-FILLED SQUARE STEEL TUBES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 104-107. doi: 10.13204/j.gyjz200911024
Citation: Rong Bin, Chen Zhihua, Zhou Ting. RESEARCH ON AXIAL COMPRESSION STRENGTH OF L-SHAPED SHORT COLUMN COMPOSED OF CONCRETE-FILLED SQUARE STEEL TUBES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 104-107. doi: 10.13204/j.gyjz200911024

RESEARCH ON AXIAL COMPRESSION STRENGTH OF L-SHAPED SHORT COLUMN COMPOSED OF CONCRETE-FILLED SQUARE STEEL TUBES

doi: 10.13204/j.gyjz200911024
  • Received Date: 2009-03-20
  • Publish Date: 2009-11-20
  • Based on characteristics of L-shaped short composite column of concrete-filled square steel tubes(LCSC),research on calculation method and ultimate load-carrying capacity under axial compression for the special-shaped column is done by three methods: superposition theory,finite element analysis and axial compression test.One LCSC specimen is designed and manufactured with depthwidth ratio is 4 for mono column.For the LCSC specimen,ultimate load attained by superposition theory is 3 720 kN;ultimate load is 3 518 kN according to finite elements analysis with shell element,solid element and contact elements;and ultimate load got from axial compression experiment is 3 975 kN.The Results of theoretical calculation,finite elements analysis and axial compression test all show that ultimate loads from three methods accord with each other well.The ultimate load-carrying capacity of LCSC is acquired,and the feasibility of calculation in superposition theory for LCSC is proved.
  • loading
  • [2] 韩林海.钢管混凝土结构[M].北京:科学出版社,2000.
    陈志华.钢结构和组合结构异形柱[J].钢结构,2006,21(2):27-29.
    [3] 钟善桐.住宅建筑中推广钢管混凝土柱的优点[J].钢结构,2002,17(2):16-19.
    [4] 陈志华,李黎明,李树海,等.矩形钢管混凝土柱的超声波检测试验及计算公式研究[J].建筑结构,2005,35(9):34-38.
    [5] DB 29572003天津市钢结构住宅设计规程[S].
    [6] 陈志华,李振宇,荣彬,等.十字形截面方钢管混凝土组合异形柱轴压承载力试验[J].天津大学学报,2006,39(11):1275-1282.
    [7] Amir F,Bart F,Sami R.Experimental and Analytical Modeling ofConcrete-Filled Fiber-Reinforced Polymer Tubes Subjected to CombinedBending and Axial Loads[J].Structural Journal,2003,100(4):499-509.
    [8] 李四平,霍达,王箐,等.偏心受压方钢管混凝土柱极限承载力的计算[J].建筑结构学报,1998,19(1):41-51.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (81) PDF downloads(32) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return